0_BAK-15_and_TAAS_Installation_Drawings.pdf

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GENERAL NOTES:

1. PARTS LIST QUANTITIES ARE FOR (1) SYSTEM INSTALLATION.

2. FOR SYSTEMS THAT REQUIRED (LANOLINE COMMUNICATION) CONDUIT PENETRATION HAS

BEEN INDICATED. TO BE INSTALLED PER CUSTOMER REQUIREMENTS.

3. ALL CONDUIT PENETRATION POINTS ON SYSTEM FOUNDATIONS SHALL BE SEALED USING

AN APPROVED SEALANT (BY CONTRACTOR) . APPLY SEALANT AFTER ALL Fl NAL SYSTEM

CHECKS AND CONNECTIONS HAVE BEEN MADE.

4. SEAL ENDS OF PROTECTIVE PROXIMITY CABLE FEED CONDUIT (AS REQUIRED) AFTER ALL

FINAL SYSTEM CHECKS AND CONNECTIONS HAVE BEEN MADE (APPROVED SEALANT BY

CONTRACTOR).

5. STANCHION SYSTEM DECALS (ITEM 16) IS LISTED FOR INFORMATION ONLY AND FOR

REORDERING PURPOSES IN CASE ORIGINAL DECALS ARE DAMAGED IN THE FUTURE.

6. ALL DIMENSIONS AND TOLERANCES PER ASME Y14.100.

6 5 4

DISTRIBUTION STATEMENT C:

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND

THEIR CONTRACTORS CRITICAL TECHNOLOGY 28 SEPTEMBER 2012.

OTHER REQUEST FOR THIS DOCUMENT SHALL BE REFERRED TO

AFLCMC/WNZAB.

WARNING-THIS DOCUMENT CONTAINS TECHNICAL DATA WHOSE

EXPORT IS RESTRICTED BY THE ARMS EXPORT CONTROL ACT

(TITLE 22, U.S.C., SEC 2751, ET SEQ.) OR THE EXPORT

ADMINISTRATION ACT OF 1979 (TITLE 50, U.S.C. APP. 2401 ET

SEQ.), AS AMENDED. VIOLATIONS OF THESE EXPORT LAWS ARE

SUBJECT TO SEVERE CRIMINAL PENAL TIES. DISSEMINATE IN

ACCORDANCE WITH PROVISIONS OF DoD DIRECTIVE 5230.25.

THIRD ANGLE PROJECTION

CURRENT

CAGE CODE

1//

QUANTITY REQUIRED PER DASH NO.

27 COVER PROTECTION F6101

26 EXTENSION STRAP F6101

25 HP30A1 BARRIER NET 21439

24 61QSIIM CONT ASSY 21439

23 61QSIIM CONT ASSY 21439

22 PENDANT ASSY 21439

21 MODEL 62NI SYS 21439

20 61QSIIINSTL KIT 21439

19 ANCHOR DISC ASSY 21439

18 GENLARRANGEMENT 21439

17 EXPANSION BOLT 21439

16 DECALS, STANCHION 21439

15 HYDR SCHEMATIC 21439

14 FIXED STAN ASSY 21439

13 ELEC SCHEMATIC 21439

12 FS HYDRIELEC ASSY 21439

11 NS HYDRIELEC ASSY 21439

10 STANCHION BASE PL 21439

9 REST PAD 21439

8 GUY ANCHOR ASSY 21439

7 GUY WIRE ASSY 21439

6 DISC SWITCH 21439

5 SHEAR JOINT ASSY 21439

4 CABLE DIAGRAM 21439

3 HYDRHOSE 21439

2 HYDRHOSE 21439

1 GENLARRANGEMENT 21439

SYM NOMENCLATURE CAGE CODE

LTRI

223928-0

223569-0

9001153-101

9001912-108

9001912-103

9D54A195A32

52D3381-300

52C6553-1 07

52C3988-1

5206266-13

70003-183

9001894-1

9D01934-1

9001893-1

9002922-2

9002928-2

9002928-1

52C9450-1

52C9451-1

52C9441-1

52C9067-4

9002918-2

9C00395-101

9002929-2

70001-542

70001-541

9002923-2

IDENTIFYING NO.

PARTS LIST

REVISIONS

DESCRIPTION

I DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

(PART OF ITEM 18)

(PART OF ITEM 18)

(PART OF ITEM 18)

(PART OF ITEM 18)

(PART OF ITEM 18)

(PART OF ITEM 18)

(PART OF ITEM 18)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(PART OF ITEM 1)

(SEE NOTE 1)

MATERIAUSPECIFICATION UNITWT ZONE

DESTRUCTION NOTICE-FOR CLASSIFIED DOCUMENTS, FOLLOW

THE PROCEDURES IN DoD 5220.22-M, INDUSTRIAL SECURITY

MANUAL, CHAPTER 5, SECTION PARAGRAPHS 700 THROUGH 711

OR DoD 5200.1-R, INFORMATION SECURITY PROGRAM REGULATION, CHAPTER IX. FOR UNCLASSIFIED, LIMITED DOCUMENTS, DESTROY

BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS

OR RECONSTRUCTION OF THE DOCUMENT.

UNLESS OTHERWISE SPECIFIED CONTRACT NO.

1-----+------ DIMENSIONS ARE IN INCHES-TOLERANCES ON:

FRACTIONS DECIMALS ANGLES FA853212C0025

U.S. AIR FORCE

WR-ALC, ROBINS AFB, GA 31098 ~----+------ ±

TREATMENT

FINISH

SIMILAR TO

NEXT ASSEMBLY USED ON

APPLICATION

.XX ± .03

.XXX ± .010

± 2 •

TECH B. MOREAU 01/08/15

CHK X. MILLET 01/08/15

ENG C. PEISCHER 01/08/15

AIR FORCE AUTHENTICATION

T. GRANT

TITLE

AIRCRAFT ARRESTING SYSTEM,

61QSIIM/62 Nl/ TAAS/

RADIO CONTROL, INSTL DWGS

SIZE CAGE CODE DRAWING NO.

01/08/15 E 98752 SPECIAL MARKING SYMC,.,-.m.,.,Ocei...,,--------

' AIR FORCE RELEASE

201428732 H. BANKS 01/08/15 fcS-c-CAL~E-N_O_N_E_I,------'-----,--I-----,I~'SH~E""EToc--1-0-F-13-

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SEE DETAIL N - 1

• (F5-3) I

KIT, INSTALLATION,

STANCHION I

I

I

(201326819-SHEET 4) 1

I

;j

TAAS FOUNDATION, 2ND

(201428732-SHEET 1 0)

TAAS FOUNDATION, DIRECTIONAL, 33M

(201428732-SHEET 11)

KIT, INSTALLATION,

STANCHION

(201326819-SHEET 4)

Ill \\ I ;- ~~6~3~ETAIL R

I I II : •.

\ \ I /

11 \ 1 i 26 ) I \ I -;r--~

~ w ....... II \. -.. II ,' (A6-4) II _(- I ~~ f /

! //~ \ •.. --!-1:."-,_\ \

I FOUNDATION,-.. I .. ;; I ---------L __ _

61QSIIM \ l1 ---------- (201326817) \ I I -----

\, I

\I

1'\ I I

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X: c.;Ji ~~ (~ :;;; ;

I -~ I ·• / .

.. · ) ___ . .. )/// .• •.J

• I t ~~;>(/1!/ . ··./ P~. ::::;;:,==~

113'-2" [34500]

127'-11 1/2" [39000]

I

NET SHOWN IN DOWN POSITION I

I I

I i 25 •

255'-10 7/8" [78000] STANCHION MAST SPAN

226'- 4" [69000]

CENTERLINE OVERRUN

SEE SECTION A-A

(A7-3)

I A •

I

TAAS FOUNDATION, 2ND

(201428732-SHEET 10)

LTR

REVISIONS

DESCRIPTION DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

I I I I

II /

KIT, INSTALLATION,

STANCHION

(201326819-SHEET 4)

KIT, INSTALLATION, .

STANCHION .

1 1

I 26 I I I •' I I

(201326819-SHEET 4) .

I

SEE DETAIL L I

(B3-3) .

-~. II - • X ....... ·.

. 16 I 13 .. 4 I

I 20

FOUNDATION, \

61QSIIM

(201326817)

I "\.~ 1,' II I --'"+c--------,i--, --~

\Ill I l"jF !\ : 6 : .,~'

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'-II ·~·· ~~ .· I

1= ~ -~ -- ~ -- ~ -- ~ --./~ •' ~ -- ~ -1-+J lif.H.Jf.H ~ -- ~ ---1- - -~- ~ 1-- ~ +-- I -HJ-+11 / J.H.If++ I ---1 ~-I-I~ --1 --1 ~ -- I Hifjf++ll 11+-- ~ -+-1~\-- ~ ········.f;+-tr-i-"\ .-,------, -+- ~ -- ~ --

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SEE DETAIL M---' .. ··' ; ~·' I ··· .• -. f ····... .. . ... • ! z lJ._

(F7-3) 17'-5" [5309] 19 1 REF

I .· (B5-3)

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17'-5" [5309] z z w

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'II\ . FOUNDATION, 62 Nl, . f INTERCONNECT

A....,.. FOUNDATION, 62 Nl, !

I

INTERCONNECT _I

SITE POWER

(BY CUSTOMER)

220VAC,

I I I I I I !z ~

SYSTEM POWER AND CONTROL FEEDS

(VIA UTILITY TRENCH UNDER ANCHOR DISCS)

(BY CUSTOMER)

4fl

? (201326820-SHEET 2)

rf

(DIAGRAMMATIC REPRESENTATION SHOWN)

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TAAS FOUNDATION, DIRECTIONAL, 25M __)

(201428732-SHEET 13)

PRETENSION SYSTEM,

ANCHOR FOUNDATION

(201326821)

I'

SEE DETAIL T

(E3-3)

I ~· 7.

II

I, CENTERLINE

PENDANT

INTERCONNECT

I

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I

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5' "' 0

1§.

<X)

TAAS FOUNDATION, 1ST

(201428732-SHEET 12)

I

! • -'.C---;---"--+----------'.- ""'" /, TAAS SYSTEM DIMENSIONAL LAYOUT -'

(201428732-SHEET 9)

7,_/

(FARSI DE)

I

144'-4" [43993] NET ANCHOR DISC

192'-7 3/4" [58718]

195'-0" [59436] SYSTEM PENDANT

L/2 = 110'-11" [33792] I

119'-9" [36500]

75'-0" [22860]

DIRECTION OF ARRESTMENT

1 00'-0" [30480]

150'-0" [45720] RUNWAY

200'-0" [60960] RUNWAY

.-.. -. MODEL 61QSIIM STANCHION 162NII TAAS I PRETENSION ASSY I RADIO CONTROL SYSTEM /1 (18c--------------------------------------

• '' ' SCALE: 1:90

I

(20 1326820-

SHEET 2)

. 21 I

SEE DETAIL P -'

(F3-3)

I"

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3 PH, 60Hz

(5KVA)

I

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FOUNDATION, ANTENNA SUPPORT

(201326822)

FIELD LOCATE (ANTENNA FDN)

I

L__ TAAS FOUNDATION,

DIRECTIONAL, 25M

(201428732-SHEET 13)

I I

PRETENSION SYSTEM,

ANCHOR FOUNDATION

(201326821)

TAAS FOUNDATION, 1ST

(201428732-SHEET 12)

TAAS SYSTEM DIMENSIONAL LAYOUT

(201428732-SHEET 9)

w

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(NEARSIDE)

SIZE CAGE CODE DRAWING NO.

E 98752 201428732

SCALE 1 :90 SHEET 2 OF 13

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7 6

LEVER CHAIN HOIST

PART OF MAST HEAD ASSEMBLY -.

TOP OF BARRIER NET

CENTERLINE BARRIER NET (HP30A1) -.

REF I 25 l

DIRECTION OF ARRESTMENT

REF : 19 •

OVERRUN PAVEMENT ~.

CENTERLINE NET

ANCHOR DISC

_1/

~_3~~:;:0>'"

!J 4'-0" 11219]

SECTION A-A

SCALE: 4:1

(F4-2)

DETAIL M

SCALE: 10:1

(C8-4) (E8-2)

I ill ...

iii

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/ 7 ) 2X

KIT, INSTALLATION, STANCHION

(201326819)

(SECTION E-E)

WIRE ROPE

PART OF MAST HEAD ASSEMBLY

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I // I //

DETAIL R

NO SCALE

(F7-2)

~ 27 ':

( 26 '1 REF

. ' ABOVE THE

LONG EXTENSION STRAPS

(PART OF TAAS SUPPLIED

BY CUSTOMER)

2X '·

17X 19 :

CENTERLINE NET

ANCHOR DISC

DETAIL N

SCALE: 10:1

(G8-2) (G5-4) (G4-5)

REF

( 26 I

I 26

2X

REF

LONG CONNECTING STRAPS

(PART OF TAAS

SUPPLIED BY CUSTOMER) ,

SHORT CONNECTING STRAPS

(PART OF TAAS

SUPPLIED BY CUSTOMER)

I

___ _j

I

STRAP

(PART OF TAAS

SUPPLIED BY CUSTOMER)

DIRECTION OF ARRESTMENT

DETAIL K

SCALE: 10:1

(E5-2)

I

PENDANT INTERCONNECT

(201326811)

,--- LINK ASSEMBLY 3-WAY

(201326811)

LTR

.... · -~~'~··: i- f!<O)!j

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REF ( 22 I

YOKE

(PART OF TAAS

SUPPLIED BY

1- CUSTOMER)

-- -- I

,I== .

DETAIL p

SCALE: 4:1

(C2-2)

PENDANT INTERCONNECT

(201326811)

I I

PENDANT INTERCONNECT

(201326811)

I

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DETAIL T

SCALE: 4:1

(C7-2)

BARRIER NET STRAP

(HP30A1)

DIRECTION OF ARRESTMENT

PENDANT TO NET CONNECTOR

I ' I

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DETAIL l

SCALE: 4:1

(E2-2)

PENDANT INTERCONNECT

(201326811)

REVISIONS

DESCRIPTION

DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

SIZE CAGE CODE DRAWING NO.

E 98752 201428732

SCALE 1:90 SHEET 3 OF 13

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D \

MAST HEAD ASSEMBLY

CENTERLINE STANCHION MAST -

KIT, INSTALLATION, STANCHION

(201326819)

1 '-il" [457]

I 9 I

D ro 1-::

-+-AcC, - M----t

-~--+F:J

(A4-il)

REFi 5 I

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(F5-3)

I

TOP OF FOUNDATION

LEVEL

CENTERLINE STANCHION MAST PIVOT ~ ,--j -- -- -- -- -- -- -- -- -t---1 -- -- -- -

I i--:. -· "'

LEVER CHAIN HOIST ,

I

REF ' 8

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KIT, INSTALLATION, STANCHION ' -, -,

(201326819) c

L ________ _

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REF

1'-6 5/16" [465]

------~•-u (/ .. ------ -, ( 12\ ( 3 : I, 2 \ I , / '•" :

j ~~--, ' T -, I I I I I I c~ , / 1 / , -t.+ __ l',, --!~- ,' 1 1 ~~ I c;·~~~~~-=r: , ~ r ~~~ .~~ 1. ~---r- -~ -=Jio,.,!,==--=-='-=--=----'=.::~~',\-,:llJ., \

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L

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'.10 ), ____ 1{ iB -n -------- -\--/=----

~ ["' • ' ' • • ' ' ' -~ ( 14;,, ____ l-

-I

1 ~ 1-

CONDUIT PENETRATION

I ,-,, !lh F2 F ' I

"' li!l - < -F!li!'= ' F1 ~ C I " -~- W1 ' - IT ,--

~ ' jf lrrL j/ lr

PROXIMITY SENSOR

DN (F2)

PROXIMITY SENSOR

UP (F1)

----'-.-- r- --

•u.

"'w ~a:

LO

' b

I

----------- ----t---------------------------------------- ~~~~~. __ \-\------,',' -· I ~o , . B ..... c (E5-6)

------------- -(A-5-~)-------------------------------------- __ · '·,- -- _ _j 17'-5" [5309]

DETAIL W

SCALE: 1:16

(F8-2)

DIRECT BURIAL CONTROL SYSTEM CABLES

(BY CUSTOMER)

DIRECT BURIAL POWER CABLE

(BY CUSTOMER)

DIRECTION OF ARRESTMENT

2X PIPE CLAMP

(BY CUSTOMER)

2X UNISTRUT SUPPORT -

(BY CUSTOMER)

2X EXPANSION ANCHOR (RAWL STUD)

(BY CUSTOMER)

0'-3" [76]

I :fb' <i .· •, ,·- 1 " " ~

00'-1/2" [013]

LTR

a.

Cl

0'-1 5/8" [41] STK

0'-3" [76] --

DETAIL V

SCALE: 4:1

UNISTRUT PIPE CLAMP

~ UNISTRUT SUPPORT (SLOTTED)

6'-il" [1981] FIELD CUT

1 1/2" [38] NOMINAL DIA PVC, SCH 40, STD

(NOMINAL DIA 1.900 X .145 MIN WALL)

(BY CUSTOMER)

DETAIL U

SCALE: 2:1

REVISIONS

DESCRIPTION

I DATE I APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY,

_ffi

0'-3" [76]

SIZE CAGE CODE DRAWING NO_

E 98752 201428732

SCALE 1:16 I I I SHEET 4 OF 13

H

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2X PIPE CLAMP

(BY CUSTOMER)

2X UN I STRUT SUPPORT _

' (BY CUSTOMER) ' .

2X EXPANSION ANCHOR (RAWL STUD) _/

(BY CUSTOMER)

0'-3" [76]

' ' I

00'-1/2" [013]

D.

Cl

DETAIL AA

SCALE: 4:1

UN I STRUT PIPE CLAMP

"' ' b

' - 1• ..

0'-1 5/8" [41] STK

UN I STRUT SUPPORT (SLOTTED)

6'-0" [1829] Fl ELD CUT

0'-3" [76] -

DIRECTION OF ARRESTMENT

~ I

-1_ _/----- --1

0'-3" [76]

~~~----------------------~.·-~~r,~ AA

' . 1 1/2" [38] NOMINAL DIA PVC, SCH 40, STD

(NOMINAL DIA 1.900X .145 MIN WALL)

(BY CUSTOMER)

DETAIL Y

SCALE: 2:1

'.. )do -~ . . :. L~ ~~

' I 5

'N...JA'

(F5-3)

4 3

,- MAST HEAD ASSEMBLY

I•

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·,1 .

I

\9-" I I

I r-/-. I-· ./

, 7 ; REF

- CENTERLINE STANCHION MAST

KIT, INSTALLATION, STANCHION

(201326819)

I • 1 / ~ ~ ---.--------------------+------------------------- - 1--f--lll 11--1----t - --

TOP OF FOUNDATION

LEVEL

t

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.. It .;;; 1-

1'-1 9/16" [345]

REF

-~.-- -- -- 1-t-+ -- -- -+- -- , __ ---- -+-

(E1-7)

J ' i 11 ' '

• I

1 '-6" [457]

~ '-------'"'--' -------""'----~------4"--· ~

( 10 I . ..•· - ~ ~1~~2~~~~~~~b I

! PROXIMITY SENSOR ' .. :::"J"~ 'L __ ---t- __ -~--~ .. ·. E 1l+c

-.---i'---------t-----,~DN~(~E2~) SEMIDR-tj~'~' ~]~1'', fE~2 I·~· ' ! ' ' *+· I

PROXIMITY sENsoR ' i 3----/ cb c

UP(E1) I" rl'Jr4.t E1 : : G~ • '+:t

~ rr : :1 ( ;· : (~) t--·) ~~~ .~ .. :~.~~;:1.1 L I u H >=-"'--c----c- !!

·- ~ -~ y • -- - - - _j_.G, <=7~·, ! Li_.· --~- 1 -----j-

I ! ' .

J

(E8-7)

H

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F

' I I ' I ' I ' I

(A5-8)

E -

CABLEASSY I

' FIELD CONNECT ~

1'-1 9/16" [345]

REF

\ I \

LTR

REVISIONS

DESCRIPTION

I DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

,- DIRECT BURIAL POWER CABLE TO (FS) STANCHION FDN

' ! (BY CUSTOMER)

(E5-7)

G....,..

~ CENTERLINE STANCHION MAST PIVOT

' I

' ' ' I

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' ' \, I ' . ' ' ' ' ' I

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REF : 7 )

1 '-6 5/16" [465]

G •

CONDUIT FEED (LANOLINE)

(SEE NOTE2)

SITE POWER (BY CUSTOMER)

220 VAC, 3 PH, 60Hz

(5 KVA)

.. ~- L_

(E8-2)

'M...JA.

LEVER CHAIN HOIST

I

( 8 REF

M _, N

TO ANTENNA

FOUNDATION

(COAX CABLE)

KIT, INSTALLATION, STANCHION

(201326819)

(E5-8)

F

' ---------------1--------1---------------------------------------------------------------

' I ' I

' DIRECT BURIAL CONTROL SYSTEM CABLES 1

TO (FS) STANCHION FDN

(BY CUSTOMER)

DETAIL X

SCALE: 1:16

(F1-2)

17'-5" [5309]

SIZE CAGE CODE DRAWING NO.

E 98752 201428732

SCALE 1:16 I I !SHEET 5 OF 13

H

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F

E

D c

F

E

D c

B

A

' b

~ z z lJ._ en w Cl en e w Cl [2

CENTERLINE ANCHOR BOLT - ..

REF · 8 : .

KIT, INSTALLATION ·

~ TOP OF FOUNDATION-LEVEL

I I

17'-5" [5309]

CENTERLINE STANCHION MAST PIVOT \

REF ( 12\

KIT, INSTALLATION

(201326819-SHEET 1

DETAIL B)

I I

I I I

I

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CENTERLINE STANCHION MAST

KIT, INSTALLATION

(201326819-SHEET 1

DETAIL A)

C)

Cl w I en z lJ._

(201326819-SHEET 1 v:.:

DETAILC) -~ :{f\t==u=./=:=·=c~Jt'·- __j__

FINISHED GRADE TRANSITION (SITE DEFINED)

\ I

1-1.1 IE'

b ' a_ i z I z u

• KIT, INSTALLATION ~

(201326819-SHEET 4)

5'-6" [1677]

• • I I

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1-- --

CENTERLINE STANCHION MAST PIVOT

w z _J

0::

w 1-z w

PROXIMITY SENSOR

DN (F2)

REF ( 14 \

PROXIMITY SENSOR

UP (F1)

F1

KIT, INSTALLATION

(201326819-SHEET 1

DETAIL A)

PROXIMITY SENSOR CABLE CONNECTIONS (F1) (F2)

(FIELD INSTALL)

(LIST, CABLE INTERCONNECTION, 61QSIIM, 220V)

(201326829-SHEET 3)

F2 jJ I I I

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I I I I I I I I I I I I I

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REF i 10 .

r . --B----1[~ ---

I

~--~· ~~~~--~-----------L-+1 I 1

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1- - 0'-5 5/8" [143]

0'-10" [254] c

I I

FINISHED GRADE -

DIRECT BURIAL POWER CABLE

(BY CUSTOMER)

I

I

I

14'-7 1/2" [4457]

B I

SECTION C-C

SCALE: 1:10

(84-4)

CONDUIT PENETRATIONS (CONTROL CABLES)

TOP OF FOUNDATION-LEVEL

CABLE INTERCONNECT DIAGRAM

LETTER DESIGNATION

(201326829-SHEET 2)

SECTION 8-8

SCALE: 1:10

ROTATED 90°

(H5-4)

I

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I

L

R

I I

I I l;h

POWER CONNECTION POINT

(FIELD INSTALL BY CONTRACTOR)

CENTERLINE STANCHION MAST

KIT, INSTALLATION -~

(201326819-SHEET 1

DETAIL D)

KIT, INSTALLATION

(201326819-SHEET 4)

REF ( 10

I I

• I I

• I .

I

• I

I

• I

I

• I

I I

I

3'-6" [1 067]

14 REF

• • F2 • •

• r F1

PROXIMITY SENSOR

DN (F2)

PROXIMITY SENSOR

UP (F1)

LTR

a_ z I

~ en w z a!

w 1-z w g !2.

REVISIONS

DESCRIPTION

DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

w

C)

1?

1-

1-z

Cl w I en z lJ._

• I .

I

0'-8 1/4" [21 0]

1'-4 1/2" [419]

CENTERLINE REST PAD FOUNDATION

i I 9 I

REF

TOP OF FOUNDATION-LEVEL

w

C)

Cl w I en z lJ._

IE'

i'·

IE'

' b

TOP OF FOUNDATION-LEVEL

t

SIZE CAGE CODE DRAWING NO.

E 98752 201428732

SCALE 1 :1 0 SHEET 6 OF 13

H

G

F

E

D c

F

E

D c

B

A

: 23 1 REF

OR

:. 24 ) REF

' I

UJ

Cl

UJ

I (j) z

' 0

,--- GROUND WIRE

w

Cl w I (j) z

LL

' 0 t

' ! TO GROUND ROD (FIELD LOCATE)

I

. ~=~s==ll;;;;;;;;;;;;;;;~, ;;;;;;;;;;~;;;;;;;;;; __....._ TO ANTENNA

1 '-1 9/16" 1345]

SECTION H-H

GROUND WIRE -

I

SCALE: 1:10

(C3-5)

:I> ..

I_ I

DETAILAB

SCALE: 4:1

' ' ' ·~ COAXIAL CABLE ASSEMBLY

(23 1 REF

OR

l24;REF

·- COAX PROTECTOR

/ . (201326824)

I ' I

TOP OF FOUNDATION-LEVEL

FINISHED GRADE -,

6 5

CABLE INTERCONNECT DIAGRAM -,

LETTER DESIGNATION \

I (201326829) \

,---I ------

I

I

CABLE ASSEMBLY, REMOTE CONTROL

CONNECTION POINT

\ I

HYDRAULIC HOSE CONNECTION POINT

FROM STANCHION

" I

': 23 :

OR

24 ' lc

.'!!'!e!!!c" ...-rr.rl SIT~ COmDL t"f!T

I 4 I

\i\ ' I I ' I I

I

I t I

I ·~ec~==~--;:;~ ~· -~It -· 8 = ' .g:--

( 11i REF

KIT, INSTALLATION, STANCHION

(201326819

DETAIL B)

u I.

D

SITE POWER (BY CUSTOMER)

220 VAC, 3 PH, 60Hz

(5 KVA)

TOP OF FOUNDATION-LEVEL

UJ

Cl

UJ

I (j) z

LL

LTRI

REF ( 6 )

REVISIONS

DESCRIPTION

I DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

~:-Ll_~ I c ' ( c ---";~1~~-~~'c::-=c====~ IIJ ~w-1-11 -~~ -~h~n:-. +--------t6J--I ~-~~·/ __ / I~

FINISHED GRADE ~

' 0

1 '-9" [533]

Ji

CONDUIT FEEDS (DIRECT BURIAL CONTROL SYSTEM CABLES)

TO (FS) STANCHION

~ CONDUIT FEED (COAXIAL CABLE ASSY I GROUND WIRE)

'- CONDUIT FEED (LANOLINE OPTION)

(SEAL BOTH ENDS IF NOT USED)

SECTION G-G

SCALE: 1:10

(E2-5)

I - ------- .. --...

CABLE INTERCONNECT DIAGRAM

LETTER DESIGNATION

(201326829)

I ·- ••

I

I

I \

: 12 I REF

HYDRAULIC HOSE CONNECTION POINT

FROM STANCHION

\ I I h L_ I I' L-i

~ c - u d I I I I I I I I I I I I I I I I I I

+1;++·.}1, ,,+,. ..r1 1 \!, T ·'' -t"----<>---:tJ---4-----l-----".·. .·.·~-

·\,_ ,I""'\'' . '"I -e< '1 -'l \ --·

CONDUIT FEEDS (DIRECT BURIAL CONTROL SYSTEM CABLES)

TO (FS) STANCHION

SECTION D-D

SCALE: 1:10

(87-4)

1'-6" [457]

' ' ' ' ~ DIRECT BURIAL POWER CABLE

TO (FS) STANCHION (BY CUSTOMER)

KIT, INSTALLATION, STANCHION

(201326819

DETAIL B)

DIRECT BURIAL POWER CABLE

FROM (NS) STANCHION (BY CUSTOMER)

t

SITE POWER (BY CUSTOMER)

220 VAC, 3 PH, 60Hz

(5 KVA)

I .

I I

I

I

• I

• I

1'-1 9/16" [345]

SECTION J-J

ROTATED 180'

SCALE: 1:10

(04-5)

I 17 4X

INSTALL PER MANUFACTURE RECOMMENDATIONS -,

UJ

Cl

UJ

I (j) z

LL

MOUNTING BRACKET ~- I

I i \ i \

' ' ' ' ' ' ' - -- \- \ \-1' -•. _ \ . . -. ' .. \ \1\ \ 1\ \ \ I 1 I

\ I \ \ \ I \ \

' I \ \ \ I \ \ . ' .

F~r , ~~

I _, '

' I

I . .

I o

0 0'-3/8" [01 0] -

DETAILAC

SCALE: 1:10

a_ Cl

5'

"s~IZ~E~CA~G~E~W~D~E-cD~M~W~I~NG~N~O~.---------

E 98752 201428732 SCALE 1:10 l I I SHEET 7 OF 13

H

G

F

E

D c

F

E

D c

B

A

' 0

I w Cl

Cl w I en z u:::

ii)

' 0 t

I ll z w z a!

w fz w ll a

TOP OF FOUNDATION-LEVEL

D.

f-z I ll z ~ en w z :J 0::

w fz w ll 0' a

3'-6" 11 067]

KIT, INSTALLATION,

STANCHION

(201326819-SHEET 1

DETAIL A)

I

REF ( 14 I . .

6 5 4

CENTERLINE STANCHION MAST

17'-5" 15309]

I r/

REF 11 I

KIT, INSTALLATION, STANCHION

(201326819-SHEET 1 ~

' DETAIL B) \

\ \ I . ' ' \ \ I

E2 PROXIMITY SENSOR ' · 1

\ \ \ G I

\ 1 DN (E2) \ \ ;

CABLE INTERCONNECT DIAGRAM

LETTER DESIGNATIONS

(201326829)

I .

I

• I

• I

CENTERLINE STANCHION MAST PIVOT

TOP OF FOUNDATION-LEVEL ""'

____: ~~ P- E1 PROXIMITY SENSOR \ , ___ ., \ \ f! .

I

FINISHED GRADE TRANSITION (SITE DEFINED) ~ '

~ · 1= / UP (E 1) ~;;;!; '!;;;;;;; "::;;;;;;;;======~·. ';;;;' ;;;;-;:;;;;·, ~-·/ - -.. ·-. • I .

' ' \ . ~ # '- p;, --- ---- __ i=f-c -~ .. ·• •. -- - -- - -+'- ~r:':' '.c> ··-•

\:\•~~~~j;l·_ ~, (10) REF (

[ ·. \ E' ~--- 1 ',·. C-t ------------

~~ , ~":'::=':'!":::' l..1.":'-· I ~ - • s 2 r: \g , ~~ ~.. ! , I~ I led-~-_-__ --, .• 7'--------~w...ll'i· ~~ - I,. •

- FINISHED GRADE

I

: : I I I jJ u u ffi. •••

, >::_±Jf----rr-

" "'' I!'

·~ DIRECT BURIAL CONTROL SYSTEM CABLES

TO (FS) STANCHION

,- CENTERLINE ANCHOR BOLT

' ( 8 ; REF

I

L L

LTR

"''' 0 l

REVISIONS

DESCRIPTION

I DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

z z ::l lL lL en w Cl en M w

Cl w I en z

0 '

I

KIT, INSTALLATION, STANCHION

(201326819-SHEET 1

DETAIL C)

0'-8 1/4" 1209]

HYDRAULIC HOSE CONNECTION POINT

FROM STANCHION

5'-6" 11677]

PROXIMITY SENSOR

DN (E2)

PROXIMITY SENSOR

UP (E1)

E1

1'-4 1/2" 1419]

'I

I

~ CENTERLINE STANCHION MAST PIVOT

• I I

SECTION F-F

SCALE: 1:10

(B1-5)

14'-7 1/2" 14457]

CONDUIT PENETRATIONS (CONTROL CABLES)

KIT, INSTALLATION, STANCHION

(201326819-SHEET 1 ,

DETAIL D) \

• I

KIT, INSTALLATION, STANCHION

(201326819-SHEET 4)

l// CENTERLINE REST PAD FOUNDATION

REF ( 1 0 I REF ( 14 I ! ( 9 ) REF ._/ --/ j CENTERLINE STANCHION MAST 1 \ , ~

• I

\ \ 1 ; TOP OF FOUNDATION-LEVEL , \ ; r- TOP OF FOUNDATION-LEVEL

• I

/ I E\ );:~Jp~~~:;__ -:u:=~l =s.===-~\·'~==-_{__'"_"'=,:22:1-I'I ____ _J!_'/ ----------+!_; ---------------------- \\ \ II /1 I I ,-~ ~~~/~~)/>\ IF / / c------''::-----·\---+--~~--_;_1 ----------

\r·~~~,-~~~~··~-~-s~l·~--·1'-~~~~-~t~r·~·~+-~~:~l~--~~~r_*::~~---~-!~-~-~/+:~;_·~-====-~~~-~-~~~~~~;-====----~~------------~=·--~~~~-=~~~·=~~~~-~'-~~~~~-*-/~-~-;-------------------~-.-~ i'o') / fj...;CI / / ,i\ I / I AB~ i\) ·'. - ~ . - 1 ! I •

~!TI i rft I rR c i c / / \ \ P i /

_jt _ ______,_--1-------,-,-' : H ~ \, H 1 ' \ . ~ ~ f J

• ' ·~ FINISHED GRADE

w Cl

(.!) / / .· L) ,J! I I lj ll /l! \\\"l'

KIT, INSTALLATION, STANCHION -· \

Cl w I en z lL ii)

(201326819-SHEET 1

DETAIL A)

PROXIMITY SENSOR CABLE CONNECTIONS (E1) (E2) ~

(FIELD INSTALL)

(LIST, CABLE INTERCONNECTION)

(201326829)

I I .

I

• I

1- - 0'-5 5/8" [143]

0'-10" 1254]

CABLE INTERCONNECT DIAGRAM

LETTER DESIGNATION

(201326829)

SECTION E-E

ROTATED90

SCALE: 1:10

(B4-5)

KIT, INSTALLATION, STANCHION

(201326819-SHEET 4)

I I

• I .

I .

I I I

_j

' 0 b

SIZE CAGE CODE DRAWING NO.

E 98752 201428732

SCALE 1:10 I I 1SHEET 8 OF 13

H

G

F

E

D c

F

E

D c

B

A l

I

Pt "c"

2800 ±26

(9"2~")

( 20")

4800 :t25

. ( 15"9")

UJ

z

I

I

::J I

UJ

~ I

0:::

~ I -- -- --·-- -- -- w-t Pt "e"

Pt"d"

. 2 • •

Pt "h" \

(position 2)

DETAIL AE

0:::

1-z (3 z

UJ

a..

I

15000 :1:75

( 49"3" )

L1

L

I

I

40000 :1:200

/ SP \

\ B / "- /

•• "j6 .

6 5 4 'U'

Pt"h"

70000 ±350 (position 1)

( 229"7 ~") /

/ Pt"e" .

Pt "g''

DETAIL AD

2000 ±50

(6"6 ~-·)

75000 65000 ( 246") (213")

3 2

LTRI

TAPE SWEEP AERA TO BE CLEARED OF ANY VERTICAL OBSTRUCTION.

REVISIONS

DESCRIPTION I DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

J

H

G

F

RUNWAY CENTERLINE ENGAGEMENT DIRECTION

I

Pt ''g"

( 5 '; . .

Pt ''I"

. 3 .

CONCRETE FOUNDATIONS ELEVATION VERSUS RUNWAY PROFILE

1 SLOPE RWY

CONCRETE FOUNDATIONS

REFERENCE POINT TO BE CONSIDERED:

RUNWAY EDGE IN LINE WITH EACH

FOUNDATION

ELEVATION lsi IS DETERMINED FROM

ELEVATION 11]

NO RELATIONSHIP REQUIRED

BETWEEN 1J ;!] '!] AND [gj

(16)

2 SLOPES RWY

CONCRETE FOUNDATIONS

REFERENCE POINT TO BE CONSIDERED:

RUNWAY EDGE IN LINE WITH EACH

FOUNDATION

ELEVATION lsi IS DETERMINED FROM

ELEVATION 11]

NO RELATIONSHIP REQUIRED

BETWEEN 1J ~ I'!] AND [gj

/ --- / - _L-

LL -----

SPECIFICATIONS:

B c

D

E

FULL ENERGY CAPACITY REACHED AT RUNOUT OF (APPROX):

L 1 = 991'+ L I 2

CONCRETE FOUNDATIONS ARE INSTALLED ON THE 2 SIDES

OF THE RUNWAY SYMETRICALLYVERSUS RUNWAY CENTERLINE.

UPPER SURFACE OF CONCRETE FOUNDATIONS TO BE ADAPTED.

TAKING INTO ACCOUNT WATER DRAINAGE.

ALL DIMENSIONS ARE IN MILLIMETERS AND IN FEET AND

INCHES. PARENTHETICAL DIMENSIONS ARE NOT DIRECT

CONVERSIONS OF METRIC DIMENSIONS. THE DIMENSIONS

HAVE BEEN ALTERED TO REPRESENT TYPICAL AMERICAIN

CONCRETE DIMENSIONING.

BACKFILL AND COMPACT AREAS AROUND FOUNDATIONS, IN

ACCORDANCE WITH LOCAL PROCEDURES, SO THAT THEY

RECOVER AT LEAST THEIR ORIGINAL COMPACTION CHARACTERISTICS .

6 217118-0

5 216S83-0

4 216S82-0

3 217117-0

2 218799-0

E

D c

B

2 FOUNDATION BLOCK TIRFOR

2 33M DIRECTIONAL MODULE FOUNDATION BLOCK

2 25M DIRECTIONAL MODULE FOUNDATION BLOCK

2 9 MODULE TEXTILE BRAKE FOUNDATION BLOCK (2ND)

1 9 MODULES TEXTILE BRAKE FOUNDATION BLOCK RIGHT

1 218798-0 1 9 MODULES TEXTILE BRAKE FOUNDATION BLOCK LEFT A

SIZE CAGE CODE DRAWING NO.

E 98752 201428732

SCALE NONE I I ISHEET 9 OF 13

F

E

D c

B

A

A

B

SPECIFICATIONS:

-ALL DIMENSIONS ARE IN MILLIMETERS ANO IN FEET ANO INCHES.

- PARENTHETICAL DIMENSIONS ARE NOT DIRECT CONVERSIONS

OF METRIC DIMENSIONS. THE DIMENSIONS HAVE BEEN ALTERED

TO REPRESENT TYPICAL AMERICAN CONCRETE DIMENSIONING.

-CONCRETE QUALITY : - MINIMAL COMPRESSIVE STRENGTH AFTER

28 DAYS SHALL BE 3500 PSI

-CONCRETE WEIGHT PROPORTION (21.85 LB./CU. FT.)

CEMENT TYPE CPACEM 132.5R OR SIMILAR. (NF P 15-301)

C - UNLESS OTHERWISE SHOWN THE CONCRETE TOLERANCES ARE NOMINAL

D - 0 = F ANGULAR APPLICATION AREA

E -X-X: CONCRETE FOUNDATION SYMMETRICAL AXIS

F - U BEARS ARE POSITIONED USING DESIGN POINTS P1 TO P12

I 5 I . .

8 TO 10

(5/16" TO 7/16")

I I

I

I '

I

I .

lLII I I

.. ·---------/ //' .. :::1 / /- I

SECTION AG

SCALE:1:1

• • • I

I I I

I

(1")

(0~"1

F l

7 ·-\ ! ·-.

(50 T075 l (2" T03")

3.0~ -

(4'7. f')

/2 \_

-c:!

, " ~ . ct~0s"J

~-_____l

AJ

(2 7.5')

I c

I I

SECTION AF

(10' 1")

' 3 I I I

I I

I

FEMALE ANCHOR TOP LEVEL TO BE FLUSH TO 118"

ABOVE FLUSH OF FOUNDATION BLOCK TOP LEVEL

\ i

I

DETAIL AJ

SCALE:1:2

"-·~! ___ ROUND EDGES OFF BY GRINDING OR BY FINISHING WITH CEMENT

EDGING TOOL AROUND TOP FOUNDATION EDGES, 112" RADIUS APPROX.,

EXCEPT EXPANSION JOINT GROOVE EDGES.

-F_/~

I I

I

I

(13'1.5")

(10' 4")

(3.9")

(7.9")

4 3

(14' 9.2")

(7' 4.6")

(4' 11.1")

(2' 5.5")

-------------------+-----+--0--~

{3.9")

-c.-+----+--------1------""4 =-=- = = - -

(6'1.4")

(2.4")

(5' 4.8")

Pour information For information only

(1' 2.6")

30° 'F--~ \ 1:' / ·r. ' • •

• • D _), ;,-

----- ___ P1_0

LTRI

50 TO 75 ALONG THE PERIMETER

(2" TO 3") ALONG THE PERIMETER

REVISIONS

DESCRIPTION I DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

(7.5')

I I I 15 / \ /- \ l_ __ L_ ______________ t---t,~~========~==~==~==~==~~~ ==~~~~-~-~~-~------------------------_l··

1 ;,• ,1, d. "i" . I· ·L .1. ,1, '' \ '· -.._

POINT"L"

P2//

(4.7")

(6' 2A")

SECTION AH-AH

I I I 11 I I I j \\ .• \\

I I

I I

I I I

I

I I

I I

I P12

X

8x405±5

(8 X 1 '4" ±3/16")

12' 4.82 II

(2.1")

POINT"K"

\P11 ·-

(9.8")

SIZE CAGE CODE

E 98752

SCALE 1:90 I

959105

216834-0

953012

951033

217217-0

202820-0

DRAWING NO.

Anchor bolt

SHEAR LINK ANCHOI

WASHER

SCREW

6 U BEAM 4 HOLES

9 FEMALE ANCHOR

AR STRUCTURAL REBAI

AR CONCRETE BASE

201428732 I !sHEET 10 OF 13

H

G

F

E

D c

8 7

SPECIFICATIONS:

A -ALL DIMENSIONS ARE IN MILLIMETERS AND IN FEET AND INCHES_

-PARENTHETICAL DIMENSIONS ARE NOT DIRECT CONVERSIONS

OF METRIC DIMENSIONS. THE DIMENSIONS HAVE BEEN ALTERED

TO REPRESENT TYPICAL AMERICAN CONCRETE DIMENSIONING.

B -CONCRETE QUALITY:- MINIMAL COMPRESSIVE STRENGTH AFTER

28 DAYS SHALL BE 3500 PSI

c

D

E

F

-CONCRETE WEIGHT PROPORTION (21 ,85 LBJCU,FT,)

CEMENT TYPE CPA CEM 132.5R OR SIMILAR.(NF P 15-301)

-UNLESS OTHERWISE SHOWN THE CONCRETE TOLERANCES ARE NOMINAL

-X-X: CONCRETE FOUNDATION SYMETRICAL AXIS

- 0= F ANGULAR APPLICATION AREA

-INSTALL EXPANSION BOLT ON POSITION A AND B FOR A LEFT LOCATED

FONDATION BASE ACCORDING THE RUNWAY AND THE ENGAGEMENT DIRECTION

-INSTALL EXPANSION BOLT ON POSITION A' AND B' FOR A RIGHT LOCATED

FONDATION BASE ACCORDING THE RUNWAY AND THE ENGAGEMENT DIRECTION

6 5

( 6" )

50 TO 75

(2" TO 3")

-------------------------------,c-

\ 2 / ', ___ _

4 .,,.

100 ±10

(31~")

' ·---- B. / '-, -

~~AK

X

-~A'

300 ±10

(11g">

300±10

(11~")

LTRI

REVISIONS

DESCRIPTION I DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY_

H

G

F F

E

D c

B

A

/ 2 \ ___ _

50 TO 75

(2" TO 3")

FEMALE ANCHOR TOP LEVEL TO BE FLUSH TO 1/8"

ABOVE FLUSH OF FOUNDATION BLOCK TOP LEVEL

ROUND EDGES OFF BY GRINDING OR BY FINISHING WITH CEMENT EDGING TOOL AROUND TOP

BASE EDGE , 1/2" RADIUS (APPROX.),EXCEPT STRESS RELIEF GROOVE EDGES.

I

-;jl ====~: :~<~;;gp~\t:E===:=::::::::==:=)I) I - ---------------,-, I , ( 8" )

( 7' 6 ~" )

( 3' 3 ~" ) t·---------'lc-----------------~' ---~' --~

I

( 3' 3 ~" )

SECTION AK

( 6 I

I

F

\ 0=46° / - - /

1'23° -- . .;

~-----~7~00~------~.1 X

( 2' 3 ~" )

(31~")

SECTION AL

SCALE:1 :1

( 4' 7'' )

16±0.1

( 3 .. )

',_ POINT "G"

20 MAX. STRESS RELIEF GROOVE -ACCORDING WITH LOCAL PROCEDURES

(~")MAX. STRESS RELIEF GROOVE -ACCORDING WITH LOCAL PROCEDURES

-·+-+·--50 TO 75 ALONG THE PERIMETER

(2" TO 3" ALONG THE PERIMETER)

959044

959043

202820-0

2 Eye nut

2 Expansion bolt

1 Female anchor

AR Structural rebar

E

D c

B

1 AR Concrete foundation A

SIZE CAGE CODE DRAWING NO,

SCALE 1:90 I I ISHEET 11 OF 13

F

E

D c

B

A

A

SPECIFICATIONS:

-ALL DIMENSIONS ARE IN MILLIMETERS AND IN FEET AND INCHES.

PARENTHETICAL DIMENSIONS ARE NOT DIRECT CONVERSIONS

OF METRIC DIMENSIONS. THE DIMENSIONS HAVE BEEN ALTERED

TO REPRESENT TYPICAL AMERICAN CONCRETE DIMENSIONING.

8 -CONCRETE QUALITY:- MINIMAL COMPRESSIVE STRENGTH AFTER

28 DAYS SHALL BE 3500 PSI

CONCRETE WEIGHT PROPORTION (21.85 LB.ICU.FT.)

CEMENT TYPE CPA CEM 132.5R OR SIMILAR. (NF P 15-301)

DON'T USE SEA SAND.

C -UNLESS OTHERWISE SHOWN THE CONCRETE TOLERANCES ARE NOMINAL.

D - Cl = F ANGULAR APPLICATION AREA

E -X-X: CONCRETE FOUNDATION SYMMETRICAL AXIS

f - U BEARS ARE POSITIONNED USING DESIGN POINTS P1 TO P12

-APPLICABLE TOLERANCE IS •)! 112161 (EACH POINT IS LOCALIZED WITHIN A 5MM DIAMETER CIRCLE)

(8") -

CT~-· --

.---- . 'I (2)- ,I -. ,I

(4'7")

"' ~ oj:::

co~ r

-i 6 I

't . ~ 0

\0*

\\\\\-- -.,_------..,c-------.

/.'. - I

' ', 1t7 ;;-.../ '· 0 .f'i/

- t:::'i tJ: ""~'

I . I

I

I I

I

I

5 ... ,. 4

(4' 2 215")

AP -._

For information on

P6

(14' 9") l

AM

r~

(:! 1 4i5::J

(2')

(1')

600 ... 1 (1' 11 3/5")

50875 (2" to 3") I

-1 - I

(2)-. -----. __ I -

50 a 75 (2" to 3")

(3")

I \

~\f-------i

AU

(2'7 1/2")

SECTION AM

FEMALE ANCHOR TOP LEVEL TO BE FLUSH TO 1/8"

ABOVE FLUSH OF FOUNDATION BLOCK TOP LEVEL

I '

(25) 1" t ________ -

F j

I ·· .•.

/ \ <.7---------"

ROUND EDGES OFF BY GRINDING OR BY FINISHING WITH CEMENT

EDGING TOOL AROUND TOP FOUNDATION EDGES, 1/2" RADIUS APPROX.,

EXCEPT EXPANSION JOINT GROOVE EDGES.

(3")

(6")

SECTION AN

SCALE:1/2

U SHAPE CAN BE ORIENTATED ( 4 1

EITHER INWARD OR OUTWARD ' __ ••. -.

..----+----+---+1---r-,1 il I I / J, P2

I

J I

(8_; \\

DETAIL AU

SCALE:1/2

• i

I

' I

I

4 7/10"

(3 1/1 0")

' I

\POINT "D"

(6' 2 3/8")

: I \ .. \ .

I

P1/ \P12

8x405±5 (8 X 1' 4" ±3/16")

X

(12' 4 4/5")

POINT "C"/

(6' 9 3/1 0")

I. -· . .

LTRI

SECTION AR-AR

SCALE:1/10

EXPANSION JOINT- APPROPRIATE FILLER IN

ACCORDANCE WITH LOCAL STANDARDS .

REVISIONS

DESCRIPTION I DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

AR

AR •

H

G

F

E

++-1. ~~ T---.=- 1 fAN

/~AP

I

'1·--------------. _____

-2

SECTION AP-AP

so a 75 SCALE:1/10

(2" to 3" along the perimeter)

D

MODULE ANCHORS REFERENCE LINE

121 (0.6")

ILI-rrrl

IU

)1 c rp·~ ( r' w ---1

DETAIL AT-AT

SCALE:1/2

I

I I I ' I

(2.1")

959105

953012

951033

217218-0

217217-0

202820-0 c

B

12 ANCHOR BOLT

26 WASHER

26 SCREW

2 U BEAM 5 HOLES

4 U BEAM 4 HOLES

9 FEMALE ANCHOR

AR STRUCTURAL REB/1R A

AR CONCRETEBASE

SIZE CAGE CODE DRAWING NO.

SCALE 1:90 I I ISHEET 12 OF 13

F

E

D c

B

A

B c

D

E

8 7

SPECIFICATIONS

-INSTALL POINT "H" ON POSITION '1' FOR A LEFT LOCATED FOUNDATION BASE

ACCORDING THE RUNWAY AND THE ENGAGEMENT DIRECTION

-INSTALL POINT "H" ON POSITION '2' FOR A RIGHT LOCATED FOUNDATION BASE

ACCORDING THE RUNWAY AND THE ENGAGEMENT DIRECTION

-INSTALLATION OF EXPANSION BOLT CAN BE PERFORMED

ON UNSET CONCRETE

-THE CONCRETE TOLERANCES TO BE CONFORMED WITH THE ART STATEMENT

-ALL DIMENSIONS ARE IN MILLIMETERS AND FEET AND INCHES.

PARENTHETICAL DIMENSIONS ARE NOT DIRECT CONVERSIONS OF METRIC DIMENSIONS.

THE DIMENSIONS HAVE BEEN ALTERED TO REPRESENT TYPICAL AMERICAIN CONCRETE

DIMENSIONING REQUIREMENTS.

-CONCRETE QUALITY:- MINIMAL COMPRESSIVE STRENGTH AFTER

28 DAYS SHALL BE 3500 PSI

CONCRETE WEIGHT PROPORTION (21,85 LB./CU.FT.)

CEMENT TYPE CPA-GEM I 32.5 R OR SIMILAR. (NF P15-301)

F - 0 = F ANGULAR APPLICATION AREA

~ -INSTALL EXPANSION BOLT ON POSITION A AND B

FOR A LEFT LOCATED FOUNDATION BASE ACCORDING

THE RUNWAY AND THE ENGAGEMENT DIRECTION

-INSTALL EXPANSION BOLT ON POSITION A' AND B'

FOR A RIGHT LOCATED FONDATION BASE ACCORDING

THE RUNWAY AND THE ENGAGEMENT DIRECTION

50 to75 ( 2"to 3")

1 .

50 to 75 (2" to 3" )

( 6" )

SECTION AV

( 8" )

50 TO 75 ALONG THE PERIMETER

( 2" TO 3" ALONG THE PERIMETER)

L:'UU

. 3 11 1_. l

( 1' 11 ~" )

AX

(. SP \ POSITION '1'

• A ' FOR POl NT "H"

ROUND EDGES OFF BY GRINDING OR BY FINISHING WITH CEMENT EDGING TOOL AROUND TOP

BASE EDGE , 1/2" RADIUS (APPROX.), EXCEPT STRESS RELIEF GROOVE EDGES.

FEMALE ANCHOR TOP LEVEL TO BE FLUSH TO 1/8" ABOVE FLUSH OF FOUNDATION

BLOCK TOP LEVEL.

"""91-- - --

( 8" )

100 ±10

13Jl..")

100 ±10

(31~")

(1'11 ~-)

F ,---- ' ----, \ 0=30° !

~- ·-r5· "r·-- --~~-.

,K

200 ±10

(71~")

450 ±10

(3'11~")

·- POINT "E"

3 2

LTRI

5 ---------------------- --------------.

' / //; 1--1 - _, __ __L

• t

LJ.

<i

REVISIONS

DESCRIPTION I DATE APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

' ' I I

I , ' ' / I . "·+·" './// -·

/ --- --- .-------- --+--·/ 16 ±0.1 3"

6 I

20 MAX STRESS RELIEF GROOVE

( ~"MAX STRESS RELIEF GROOVE)

3 _l_.

SECTION AW

SCALE:1 :1

EXPANSION JOINT- APPROPRIATE FILLER IN ACCORDANCE WITH LOCAL STANDARDS

POSITION '2'

FOR POINT "H"

SP

I_ A •

2.5 -1

(03~")

4 ~" )

959044

959043

202820-0

959113

.- -1-- ~

1. ·= c;)

</ I

' I ' I I I

I I

SECTION AX

SCALE:1:1

Eye nut

Expansion bolt

Female anchor

Expansion bolt

' I I

I

1---t-----t---------------- SIZE CAGE CODE DRAWING NO.

~2-+----+-A_R_S_~_ct_u_m_lr_eb_a_r ______ ~E 98752 201428732 1 AR Concrete base 24.3 Cu.Ft SCALE 1:90 I I I SHEET 13 OF 13

H

G

F

E

D c

F

E

D c

B

A

8 7 6 5 4

GENERAL NOTES:

1. ALL DIMENSIONS SHOWN ARE IN FEET AND INCHES WITH EQUIVALENT MILLIMETERS IN BRACKETS [ ].

2. TAAS (SUPPLIED BY CUSTOMER).

3. ALL DIMENSIONS AND TOLERANCES PER ASME Y14.100.

3 2

LTR

REVISIONS

DESCRIPTION

I DATE I APPROVE

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

• • .. ~ -- f--- ~ ~.-.-

I I

I I

I

TAAS !

I

(SUPPLIED BY CUSTOMER) !

/ , I ---------------- ~---------------- •. !

I ;

PENDANT INTERCONNECT

I

J11~~~'·"J"~~'':~·::Jr;··~!· ~···tt~[,.~'='>..='<:.L·=,==-J '~~c~~/ 1, ____ ~\·.c--e=======•···~··tl =::'::t=::rl7•-:c:

I

TAAS

(SUPPLIED BY CUSTOMER) 1

I I I

I I I

PENDANT INTERCONNECT 1

I

I I I I

I I

I

@ D @/ ·.!f; = :!3:·

0 0

CENTERLINE OVERRUN

PENDANT INTERCONNECT PENDANT INTERCONNECT

I ~~-__ .l.,~ -...qr~~~~<!Dlc~~a· '==f==J=================================:=··· ;J=======r - -~ - ~~ ~ - -~

1 I l ·

PENDANT ASSEMBLY

_ LAYOUT, 62NI, PRETENSION ASSY

I 1 'f-----------------

1. I

·-· SCALE: 1:16

DISTRIBUTION STATEMENT C:

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT

AGENCIES AND THEIR CONTRACTORS CRITICAL

TECHNOLOGY 28 SEPTEMBER 2012. OTHER REQUEST

FOR THIS DOCUMENT SHALL BE REFERRED TO

AFLCMC/WNZAB.

WARNING-THIS DOCUMENT CONTAINS TECHNICAL DATA

WHOSE EXPORT IS RESTRICTED BY THE ARMS EXPORT

CONTROL ACT (TITLE 22, U.S.C., SEC 2751, ET SEQ.)

OR THE EXPORT ADMINISTRATION ACT OF 1979 (TITLE

50, U.S.C. APP. 2401 ET SEQ.), AS AMENDED.

VIOLATIONS OF THESE EXPORT LAWS ARE SUBJECT

TO SEVERE CRIMINAL PENALTIES. DISSEMINATE IN

ACCORDANCE WITH PROVISIONS OF DoD DIRECTIVE 5230.25.

THIRD ANGLE PROJECTION

I I

/ / '· ' ++-++-r---\ , -' ' L -- / ------

PENDANT INTERCONNECT I

I

I I I I I I

I I I I I I

I I I I

I I , PENDANT INTERCONNECT ~

I I

I

I

I I

I I

QUANTITY REQUIRED PER DASH NO.

TAAS

(SUPPLIED BY CUSTOMER)

;; 'i

·-~·--'· /'-:1 :~~--~1'/c...J C /f=====::l--:,h. ___ ,r~=~~===·:;J-)~:;;§: ~'···~-··_> _"711cx~·~==·=· "==i'f=i• :\==.

I I I

1 LAYOUT, 62NI

SYM NOMENCLATURE

A.

'/c ·~'• ,., . .,., TAAS

(SUPPLIED BY CUSTOMER)

21439 52D3381-300 INTERCONNECT

CAGE CODE IDENTIFYING NO. MATERIAUSPECIFICATION

PARTS LIST

UNITWT ZONEFINDNO.

DESTRUCTION NOTICE-FOR CLASSIFIED DOCUMENTS, FOLLOW

THE PROCEDURES IN DoD 5220.22-M, INDUSTRIAL SECURITY

MANUAL, CHAPTER 5, SECTION PARAGRAPHS 700 THROUGH 711

OR DoD 5200.1-R,INFORMATION SECURITY PROGRAM REGULATION, CHAPTER IX. FOR UNCLASSIFIED. LIMITED DOCUMENTS, DESTROY

BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS

OR RECONSTRUCTION OF THE DOCUMENT.

UNLESS OTHERWISE SPECIFIED CONTRACT NO.

1------+-------j DIMENSIONS ARE IN INCHES-TOLERANCES ON:

FRACTIONS DECIMALS ANGLES FA823212C0025

U.S. AIR FORCE

WR-ALC, ROBINS AFB, GA 31098

CURRENT

CAGE CODE

X201428732

NEXT ASSEMBLY USED ON

APPLICATION

TREATMENT

FINISH

SIMILAR TO

.XX ± .03

.XXX ± .010 ".

TECH B. MOREAU 01/08/15

CHK X. MILLET 01/08/15

ENG C. PIESHER 01/08/15

AIR FORCE AUTHENTICATION

T. GRANT

TITLE

LAYOUT, 62NI,

PRETENSION ASSY,

TAAS

SIZE CAGE CODE DRAWING NO.

o1toat15 E 98752 SPECIALMARKINGSYMb'""~"'"'~c------

AIR FORCE RELEASE

201428733 H. BANKS 01/08/15 I-S-CAL___[E_1:1_6_,----I__c ___ -,-l_--,l-;;;sHc:::Ec.=ETo---1-0-F-1-

H

G

F

E

D c

F

E

D c

B

A

GENERAL NOTES:

1. PROFILE SHOWN IS FOR GUIDANCE AND REFERENCE INFO ONLY.

INTENDED PURPOSE IS TO SHOW RELATIONSHIP DISTANCES AND

ELEVATIONS BETWEEN FOUNDATION SURFACES BASED ON A GENERIC

RUNWAY.

2. PRIOR TO ANY INSTALLATION A SITE SURVEY DOCUMENT SHOULD BE

DONE TO DOCUMENT EXISTING RUNWAY AND EXISTING GRADE

ELEVATIONS.

3. ALL DISTANCE LOCATIONS FROM CENTERLINE OF RUNWAY ON THIS

SHEET ARE GIVEN IN METERS.

4. EXISTING UTILITIES THAT INTERFERE OR OBSTRUCT THE INSTALLATION

IN ANY MANNER SHALL BE RELOCATED OR REPLACED SUBJECT TO

APPROVAL BY BASE CIVIL ENGINEER.

5. ALL FOUNDATION DEPTHS ON THE DRAWING ARE MINIMUM DEPTHS.

WHERE NECESSARY ALLOWANCE FOR BLIND COATING SHALL BE

INCLUDED IN DETERMINING FINAL DEPTH OF EXCAVATIONS.

6. NEW GRADING AROUND FOUNDATIONS SHALL BE DONE IN SUCH A

MANNER TO PROVIDE DRAINAGE AWAY FROM FOUNDATIONS TO

EXISTING GRADE.

7. ALL DIMENSIONS AND TOLERANCES PER ASME Y14.100.

8. FOR ADDITIONAL SYSTEM INFORMATION SEE DRAWING 201428732-SHEET 9.

12.0

11.8

11.6

11.4

EL 9.695

11.2 . . . . . . . . . .... (TOP OF STANCHION MAST .

FOUNDATION-LEVEL)

11.0

10.8

EL. 9.911

10.6 . . . . . . . . . . . . (TOP OF GUY SUPPORT

10.4

FOUNDATION-LEVEL)

10.2

I . •

. . . . . . . . . . . . . . • . • . I . •

+---· EL. 10.025

• (CENTERLINE OF CENTER

· MAST PIVOT)

.--"-- EL. 9.695

EDGE OF RUNWAY

,~-- EL. 9.770

I

I REF

CENTERLINE

OF

RUNWAY

0.000

EL. 10.025

(CENTERLINE OF CENTER

MAST PIVOT)

1-~- EL. 1 o.poo . j ... (ASSUMED)

I I

EL. 9.695

E;DGE OF R~NWAY

EL. 9,770

I / REF \

I

3 2

LTR

.~-- EL 9.695

REVISIONS

DESCRIPTION

I DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

12.0

11.8

11.6

11.4

- - - - - - - - - - - - - - - - - - ~ ,- - - - r - - - - - - • - - - - - - - - - - - - - - - - - 11.2 I .. ······..... , I

. . . . . . . . . . I /

' ! (TOP OF STANCHION MAST

FOUNDATION-LEVEL)

.--- EL. 9.911

(TOP OF i3UY SUPPoRT

FOUNDATION-LEVEL)

11.0

10.8

10.6

10.4

10.0

I I

VARIES -- - - - \ '-t-· ' ' I ~·

10.2

VARIES - -- - - -- 10.0

9.8

9.6

9.4

9.2

9.0

8.8

8.6

8.4

8.2

8.0

7.8

7.6

7.4

7.2

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. \\\..... . . . . ... / y-------j--------- . . . . _______ J _______ <!;T-· -----~·

. ... . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \\"\.\ l --------------------------1-----~--------------------

9.8

9.6

\ ' ---~- ------\' .i----- ---/ __

- -- ----- ---- -- ---- -- ---- ---- -- --- ---- --- --'-- --'\ . . . . . . . . . . . . . . . . . . I - - - - -

I I

I

\ "··~-'---- EL. 9:712 EL. 9.712 ---·

9.4

9.2

. . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9.0

- -- ----- ---- -- ---- -- ---- ---- -- -- - _I---- --- ---- -\-- ~-

/ I \

. . . . (EDGE Of "J" HOOK FOUNDATION) . . . . . . . . . . . . (EDGE OF "J" HOOK FOUNDATION) - - - - l 8.8

EL. 8.692 --- 1 \. \

. . . . . . . . . . . . . . (BOTTOM OF FOUNDATION) ( _ _ _ _ _ _ _ _ _ . _ _ _ \ _ ~~- EL. 9.702

! \ . . . (EDGE OF"J" HOOK FOUNDATION)

I •

EL. 9.702 _ _ _ _ _ _ __ /

. . . (EDGE OF "J'' HOOK FOUNDATION)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ -- ----- -- ---- -- -- -- ---- ---- -- ---- -- --- ---- -- -- -- _j'_ - - - - - - - - - - - - - - A -

EL. 8.933 --~· •

• . .. . . . . . .. . . . . .. . . . . . . (BOTTOM OF FOUNDATION) .

--- ---- --- --"- --" j

' '--~ EL. 8.940 EL.:. 8.940

8.6

- -- ~>-- --r- --- 8.4

'-----· EL. 8.692

. . . . . . . (BOTTOM OF i=OUNDATION) 8.2

8.0

· EL. 8.933 ·

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . . (BOTTOM OF FOUNDATION) . . . . . . . . . . . . . . . . . . (BOTTOM OF FOUNDATION) . . . . . . . . . . . . . . . . . . . . . . . . . (BOTTOMOP FOUNDATION) 7.8

' ' ' ' ' ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7.6

7.4

__ I _____ I _____ I _______________________________ L _ __ l __ _I ______ I ____ I _____ I _____ I _____ I_ ____ 1 __ j ____ I ____ I _____ I _______________________________ I ____ L ____ ! ____ _I ____ I _____ I _____ I_ 7.2

72 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 0 4 8

PROFILE, 61QSIIM, 62NI AND TAAS

SCALE: HORIZONTAL- 1 :200M

VERTICAL - 1 :20M

AT SYSTEM CENTER LINE

LOOKING TOWARD END OF OVERRUN

16 20 24

THIRD ANGLE PROJECTION

---- -.??=-' \ _rr---------- \ • ___ j / I

28 32 36 40 44 48 52

DISTRIBUTION STATEMENT C:

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND

THEIR CONTRACTORS CRITICAL TECHNOLOGY 28 SEPTEMBER 2012.

OTHER REQUEST FOR THIS DOCUMENT SHALL BE REFERRED TO

AFLCMC/WNZAB.

WARNING-THIS DOCUMENT CONTAINS TECHNICAL DATA WHOSE

EXPORT IS RESTRICTED BY THE ARMS EXPORT CONTROL ACT

(TITLE 22, U.S.C., SEC 2751, ET SEQ.) OR THE EXPORT

ADMINISTRATION ACT OF 1979 (TITLE 50, U.S.C. APP. 2401 ET

SEQ.), AS AMENDED. VIOLATIONS OF THESE EXPORT LAWS ARE

SUBJECT TO SEVERE CRIMINAL PENAL TIES. DISSEMINATE IN

ACCORDANCE WITH PROVISIONS OF DoD DIRECTIVE 5230.25.

56 60 64 68 72

DESTRUCTION NOTICE-FOR CLASSIFIED DOCUMENTS, FOLLOW

THE PROCEDURES IN DoD 5220.22-M, INDUSTRIAL SECURITY

MANUAL, CHAPTER 5, SECTION PARAGRAPHS 700 THROUGH 711

OR DoD 5200.1-R, INFORMATION SECURITY PROGRAM REGULATION, CHAPTER IX. FOR UNCLASSIFIED. LIMITED DOCUMENTS. DESTROY

BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS

OR RECONSTRUCTION OF THE DOCUMENT.

UNLESS OTHERWISE SPECIFIED CON1RACT NO. U.S. AIR FORCE

WR-ALC, ROBINS AFB, GA 31098

CURRENT

CAGE CODE

!-----+------- DIMENSIONS ARE IN INCHES-TOLERANCES ON:

FRACTIONS DECIMALS ANGLES FA853212C0025

TREATMENT

FINISH

X201428736

X201428732 SIMILAR TO

NEXT ASSEMBLY USED ON

APPLICATION

.XX ± .03

.XXX ±.010

TECH B. MOREAU 01/08/15

CHK X. MILLET 01/08115

ENG C. PEISHER 01/08/15

AIR FORCE AUTHENTICATION

TITLE

PROFILE, 61QSIIM, 62NI AND TAAS

SIZE CAGE CODE DRAWING NO.

T. GRANT 01/08/15 E 98752 SPECIAL MARKING SYM'--cocm""""'"'.-....---------j

'AIR FORCE RELEASE

201428734 H. BANKS 01/08/15 f-s-cAL__j_E_1 ,4-~I-___j_ ___ ~ ~-~~=:sH=E=ET~-1 -o_F_J---1

H

G

F

E

D c

F

E

D c

B

12.0

11.8

11.6

11.4

11.2

11.0

10.8

10.6

10.4

10.2

10.0

9.8

9.6

9.4

9.2

9.0

8.8

8.6

8.4

8.2

8.0

7.8

7.6

7.4

7.2

7 6 5 4 3 2

LTR

REVISIONS

DESCRIPTION

I DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

EL. 9.695

· · · · · · · · · (TOP OF STANCHION MAST

FOUNDATION-LEVEL)

EL. 9.911

(TOP OF GUY SUPPORT

FOUNDATION·LEVEL)

"' I '·

----~ ------~ -- -~--- -~--- --~- ----r

-~- EL. 1 0;025

. . . . (CENTERLINE OF CENTER

MAST PIVOT)

· · · El. 9:695 ·

, (EDGI;: OF RUNWAY)

EL. 1!.770

REF

CENTERLINE

OF

RUNWAY

0.000

-- l--- -~- ---~- ----~- -- 1-

EL. 10.025

. . · . (CENTERLINE OF CENTER .

MAST PIVOT)

EL 9.695

. . , . . . (EDGE OF RUNWAY)

I -- ---- --- --- ---- -- ---- --,- --1 -----1--- -~--- --~--- --~-

EL. 9.695

· · · · (TOP OF-STANCHION MAST· · · · · · · · · · · ·

FOUNDATION-LEVEL)

,---- EL. 10.000 EL. 9.770

j (ASSUMED) REF

I j

__ :__ EL. 9.911

(TOP OF GUY SUPPORT

FOUNDATION-LEVEL)

I

_ VARI~S~- ---~~-- -~'v'A~IE~--

I I

I - - - - - - - - - ~ -

........................... '\ / I -- --- --1---r--t J r 1 w---r----r--- ------ \\ \ I / . . . . . . . ... /. _:... __ :.:....:.:.c..'-r~--:r~ r r / . ll J -1--~r' _:.:...:....:..: __ __: ... '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... \'\ r . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . · . . . . . . . ,/7

I

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J -.

.. ,'\ . l . -------------;L-----~-----:--------------- ~· /_ '\ ' ___ _,__------- ' --------.L ____ - - '- ,- ~-i---- / -- -~--l:_ -- - / / - -

---\. \\_ ----- -- ---- ---- --- )'- I -//

__ • \\\ ',\ NET ANcHoR Disc ____ .. _ _ _ I _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ~ __ /

\ ', EL. 9.713 /

\. \ . . . . . . . . . . . . . . . . . . . . . . . . . . . (EDGE OF DECK HOOK FOUNDATION) --, --\--, ' - - - - f - - - - - - - - - - - - - - -\

--~ EL. 9.713 / \

. . . . . . (EDGEOI= DECK HOOKFOUNOATION) . . . . . . . . . . . . . . . . . . . . . . . . ... / . . . . . . . . . . . . . . . \. . . . . I . . \ ', ___ /_/ _______ ,/ -----.. .................. EL8:692. · .......... ··• •... \····

EL. 9.703

(EDGE OF DECK HOOK FOUNDATION) \, '\.\

-- ,--- -- ---- ----- -- ---- --- ,-- ---- --- --- _\ ___ -- -' ---- --r- --o ! EL. 9.703 _ _ _ _ _ _ _ _ _ (BOTTOM OF FOUNDATION) _ _ _ _ _ _ / _ _ _ _ _ _ _ _ _ . . . . ', . . . . . (EDGEOFDECK HOOKFOUNDATION) . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./

\ EL. 8.692

· · · · · · · · · · · · \ · · · · · · (BOlT OM OF FOUNDATION) · · · · · · · · · · · .

EL. 8.933

'--~ EL. 8.484

EL. 8.484 \

. . . . . . . . . . . . . . . . (BOTTOM OF FOUNDATION) . . . . . . . . . . . . . . . . . . . . . . . . {BOTTOM OF FOUNDATION). (BOTTOM OF FOUNDATION) EL. 8.933

· · · · · · · · · · · · · · · · · · · · · · · · · (BOTTOM OF FOUNDAT10N) · · · · · · · · · · · · · · · · · ·

72 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 0 4 8

PROFILE, 61QSIIM, 62NI AND TAAS

SCALE: HORIZONTAL- 1 :200M

VERTICAL - 1 :20M

AT SYSTEM CENTER LINE

LOOKING TOWARD END OF OVERRUN

16 20 24 28 32 36 40 44 48 52 56 60 64 68 72

12.0

11.8

11.6

11.4

11.2

11.0

10.8

10.6

10.4

10.2

10.0

9.8

9.6

9.4

9.2

9.0

8.8

8.6

8.4

8.2

8.0

7.8

7.6

7.4

7.2

H

G

F

E

D c

B

A A

SIZE CAGE CODE DRAWING NO.

E 98752 201428734

SCALE 1:4 I I !SHEET 2 OF 3

F

E

D c

B

A

TAAS FOUNDATION, 1ST

(201428732-SHEET 12)

(SIDE OF FOUNDATION-NOT ROTATED)

2.600 -

12.0

11.8

11.6

11.4

11.2

11.0

10.8

5.700

'</ J'

2.600 'A.

i / I /

TAAS FOUNDATION, 1ST

(201428732-SHEET 12)

(SHOWN@ 45 DEGREE ROTATION)

(POINT "C") ~

EL. 9.664

j/ v

6 5

CENTERLINE

OF

RUNWAY

0.000

4 3

.~ ' 5.700

1--------------33.792 ------------+-------------33.792------------ ~/

\ FOUNDATION

CENTERLINE

37.681 37.681 ~/-

·,_ 2.600 {<~ --------

36.500 ------------~-+-------------- 36.500 -----------~',,<.~ .i// >A'

FOUNDATION

CENTERLINE

EL.9.695

/- (EQGE OF RUNWAY)

CENTERLINE

OF

RUNWAY

0.000

TAAS FOUNDATION, 1ST . ' • .• -(POINT "D")

(201428734-SHEET 12) -'

(SHOWN@ 454 DEGREE ROTATION)

EL. 9.695

(EDGE OF RUNWAY)

10.6 · · · · · · · · · · · · · · · · · · · · · (EDGE OF FOUNDATION) · \\ · . I

EL. 10.000

!- (ASSUMED)

EL. 9.664

10.4

10.2

10.0

9.8

9.6

9.4

EL. 9.606

(EDGE OF FOUNDATION)

TAAS FOUNDATION, 1ST

. . . . . . . . . . . .. . . .. . . . . . . . . .. (201428732-SHEET 1 2)

(SHOWN@ 45 DEGREE ROTATION)

EL. 9.770 -

• , EL. 9.770

.. .. .. .. . . .. . .. .. !~ RIOF' VARJI;.S I . . . ----- . . . . . . . . . . . . \\ --- k ----

REF \

~. __ _\ ' --",---11 ------- I - ~~ --~--TI l .. .. .. I'... . . . 1:. . .. .. .. .. .. . .. .. .. .. . "I' I

.. · .· ---------------------t------------.... I·.. . .... I. --.-.-.- .. ... . . . . .. . . . . . . . . . --------~------~....:..:. . -.. . . II ____ L--- -- -

-• (EDGE OF FOUNDATION)

. ////.. . /;- ~~D~~0~F FOUNDATION) ..

(SHOWN@ 45 DEGREE ROTATION)

LTR

REVISIONS

DESCRIPTION

I DATE !APPROVED

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

12.0

11.8

11.6

11.4

11.2

11.0

10.8

10.6

10.4

10.2

10.0

9.8

9.6

9.4

-r-------- ------H-

I I

9.2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . \

... I .. .... .... .. .. .. ... ... ..... .. . 9.2

9.0

8.8

8.6

8.4

8.2

8.0

7.8

7.6

7.4

7.2

EL. 8.806

(BOTTOM OF FOUNDATION)

LJ L_ ' . I

I ' · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · El. 9:464 · i · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·

(BOTTOM OF FOUNDATION) . \,\

\. '~ EL. 8.806

.. EL. 9.464

(BOTTOM OF FOUNDATION)

(BOTTOM OF FOUNDATION)

EL. 8.256

·· · · · · ·· · · · ·· · · ·· · · · · · · · · · · · · · · · · · · · · · · · · · (BOTTOM·OF FOUNDATION) · · ·· · · · · ·· · · · · ·· · EL. 8.256

(BOTTOM OF FOUNDATION)

72 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 0 4 8

PROFILE, 61QSIIM, 62NI AND TAAS

SCALE: HORIZONTAL- 1 :200M

VERTICAL - 1 :20M

AT SYSTEM CENTER LINE

LOOKING TOWARD END OF OVERRUN

16 20 24 28 32 36 40 44 48 52 56 60 64 68 72

9.0

8.8

8.6

8.4

8.2

8.0

7.8

7.6

7.4

7.2

SIZE CAGE CODE DRAWING NO.

E 98752 201428734

SCALE 1:4 I I !SHEET 3 OF 3

H

G

F

E

D c

C

D

78 6 5

G

E

F

H

A

C

D

4 3 2 1

G

E

F

H

B

FRACTIONS

DIMENSIONS ARE IN INCHES-TOLERANCES ON:

UNLESS OTHERWISE SPECIFIED

CAGE CODE

CURRENT

APPLICATION

NEXT ASSEMBLY USED ON

CAGE CODE

98752

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

CHK

ENG

E

SCALE

SIZE

TITLE

DECIMALS ANGLES

DRAWING NO.

SHEET OF

DATEDESCRIPTIONLTR

REVISIONS

WR-ALC, ROBINS AFB, GA 31098

U.S. AIR FORCECONTRACT NO.

TREATMENT

SIMILAR TO

FINISH

SPECIAL MARKING SYM

TECH

.XXX ± .010

.XX ± .03 ± 2 °

THIRD ANGLE PROJECTION

THIS DRAWING HAS BEEN GENERATED AND IS

MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS DIRECTED

BY THE GOVERNMENT DESIGN ACTIVITY.

OR RECONSTRUCTION OF THE DOCUMENT.

BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS

CHAPTER IX. FOR UNCLASSIFIED, LIMITED DOCUMENTS, DESTROY

OR DoD 5200.1-R, INFORMATION SECURITY PROGRAM REGULATION, MANUAL, CHAPTER 5, SECTION PARAGRAPHS 700 THROUGH 711

THE PROCEDURES IN DoD 5220.22-M, INDUSTRIAL SECURITY

DESTRUCTION NOTICE-FOR CLASSIFIED DOCUMENTS, FOLLOW

LAYOUT, FOUNDATION,

61QSIIM

X201428735

B. MOREAU

1:24 1 1

FA853212C0025

GENERAL NOTES:

1. ALL DIMENSIONS SHOWN ARE IN FEET AND INCHES WITH EQUIVALENT MILLIMETERS IN BRACKETS.

2. ALL DIMENSIONS AND TOLERANCES PER ASME Y14.100.

X. MILLET

C. PEISHER

T. GRANT

H. BANKS

X201427732

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT

AGENCIES AND THEIR CONTRACTORS CRITICAL

TECHNOLOGY 28 SEPTEMBER 2012. OTHER REQUEST

FOR THIS DOCUMENT SHALL BE REFERRED TO

AFLCMC/WNZAB.

WARNING-THIS DOCUMENT CONTAINS TECHNICAL DATA

WHOSE EXPORT IS RESTRICTED BY THE ARMS EXPORT

CONTROL ACT (TITLE 22, U.S.C., SEC 2751, ET SEQ.)

OR THE EXPORT ADMINISTRATION ACT OF 1979 (TITLE

50, U.S.C. APP. 2401 ET SEQ.), AS AMENDED.

VIOLATIONS OF THESE EXPORT LAWS ARE SUBJECT

TO SEVERE CRIMINAL PENALTIES. DISSEMINATE IN

ACCORDANCE WITH PROVISIONS OF DoD DIRECTIVE 5230.25.

GUY ANCHOR FOUNDATION

STANCHION FOUNDATION

STANCHION REST PAD FOUNDATION

CENTERLINE STANCHION MAST

STANCHION REST PAD FOUNDATION

CENTERLINE REST PAD FOUNDATION

CENTERLINE OVERRUN

CENTERLINE STANCHION MAST

GUY ANCHOR FOUNDATION

STANCHION FOUNDATION

CENTERLINE STANCHION MAST PIVOT

AND GUY ANCHOR FOUNDATION

CENTERLINE NET ANCHOR DISC

NET ANCHOR DISC TRENCH

SCALE 1:24

LAYOUT, FOUNDATION, 61QSIIM

17'-5" [5309] 17'-5" [5309]

'-7

/2

[4

8]

'-7

/2

[4

8]

4' -0

[1

9]

256'-0" [78000]

DIRECTION OF

ARRESTMENT

DISTRIBUTION STATEMENT C:

0 .-11R" [289]

REF

UTILITY TRENCH CENTERLINE NET ANCHOR DISC

1'-6" [457]

0'-9" [229] 0' -9" [229]

DECK HOOK FOUNDATION ANCHOR DISC ASSEMBLY

DECK HOOK ASSEMBLY

DECK HOOK ASSEMBLY

/-CENTERLINE OVERRUN

CENTERLINE PENDANT

INTERCONNECT

0-714 [198] 1 -31i" [390] 0E-1016" [275]

REF REF

1cq" [518] bay

"J" HOOK ASSEMBLY

"J" HOOK FOUNDATION

1'-54" [451]

REF

i

CENTERLINE PENDANT

3'-0" [914]

THIRD ANGLE PROJECTION

201220160

SIMILAR TO SPECAL MARKING SYM 201220159

NEXT ASSEMBLY USED ON

APPLICATION

V

LTR

NOTES:

1. ALL DIMENSIONS SHOWN ARE IN FEET AND INCHES WITH EQUIVALENT MILLIMETERS IN BRACKETS [ ].

2 INTERCONNECT CONCRETE FOUNDATIONS MUST BE POURED WITH DECK HOOK BASE PLATE

CASTING AND "J" HOOK BASE PLATE CASTING AND

REINFORCING BARS IN PLACE. TOP SURFACE OF BOTH CASTINGS MUST BE FLUSH WITH

FINISHED FOUNDATION SURFACE.

3. TOP SURFACE OF INTERCONNECT FOUNDATIONS ARE FLUSH WITH EXISTING OVERRUN SURFACE.

4. ALL DIMENSIONS AND TOLERANCES PER ASME 114.100.

3.-0" [914]

REVISIONS

DESCRIPTION I…